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(1) #5 REBAR w/LAP PER <br />COVERSHEET <br />8" C.M.U. FINISH PER ELEV. <br />AL -0'-0" <br />FINISH GRADE <br />MONOLITHIC FOUND. ------- <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9' STARTER <br />1-0 COURSE <br />of ALT. CMU SEAT 0 -1Y�" <br />FROM TOP OF SLAB <br />EXTERIOR MASONRY WALL FTG <br />SCALE: 1/2*=1'-O <br />3/4' RECESS IN SLAB 10 1/2 8" C.M.U. WALL FINISHPER ELEVATION <br />FINISH FLOOR------- <br />Cn <br />,4% <br />X <br />SLOPE <br />....... <br />MONOLITHIC FOUND. <br />wA #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS <br />2x P.T. PLATE SECURED TO SLAB W/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' O.C. <br />STEP PER PLAN <br />:SL"OPE,; <br />c_0 <br />4" <br />o if-T <br />, 6 e 1/2" <br />SEP CONDITION <br />THICKENED SLAB @ GARAGE (NON-Bl <br />SCALE: 1/2"=1'-0 <br />CLEAN COW <br />0 <br />PVC SLEEVE <br />I'-'r 0 2 STORY <br />BEARING PENETRATION DETAIL <br />SCALE: 1/2"=1'-0 <br />2x AT 2eO.C. MAX. <br />1/2' G.W.B. EA. SIDE <br />(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />CMU COL. PER <br />PLAN <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />NtG <br />w/REBAR AS NOTED <br />T CONCRETE FOOTING <br />PLAN <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />L PER PLAN <br />MASONRY WALL CORNER ON SPREAD FrG. <br />SCALE: 1/2"=1'-0 <br />31e RECESS IN SLAB <br />FINISH FLOOR <br />CMU COL. PER <br />PLAN <br />—15 REBAR <br />w/LAP PER <br />w <br />COVERSHEET <br />OL -0,-0,. SLOPE <br />M CD <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />ters) <br />MASONRY WALL CORNER ON SPRRD 17G. 1 <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />' p <br />wA2) #4 DIA. RODS <br />LIS CONT. ... CHAIRS. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />-_ <br />TAPOONS 0 16' O.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' O.C. <br />START SLOPE HERE <br />L <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />SCALE. 1/2"=1'-0 <br />2x AT 24"O.C. MAX. <br />1/2" G.W.B. EA. SIDE <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />SCALE: 1/20=1'-0 <br />GROUT BED <br />..... <br />1'-4" 0 2-STORY <br />EXTERIOR DOOR SILL @S <br />SCALE: 1/2"=I'-0 <br />FINISH <br />—#5 REBAR <br />WAAP PER <br />COVERSHEET <br />CD <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />—MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />I on m <br />CONT. ON CHAIRS <br />........._......1'-4" -- - - -- <br />SCALE: 1/2'=I'-0 <br />2 1 �2" @ IMPACT <br />DOO DOOR PER SPEC <br />PAVERS PER SPEC PAVERS CA.. (_�� — n <br />C14 (THICKNESS VARIES) DOOR THRESHOLD SPEC THICKNESS <br />VARIES <br />SLOPE <br />mKO'-O" F.E. SLOPE <br />71 <br />0 <br />LD <br />PAVER <br />SLOP (THICK <br />E <br />ff SQUARE C.M. . v <br />COL. PER PLAN <br />(2) J5 REBAR w/ <br />Fr 25" LAP MIN. <br />§ 0 EACH FILLED CELL <br />-0' SLOPE <br />'dK 0' <br />PAVERS OR M PER SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION <br />PER PLAN <br />4 PLAN (IF REQUIRED) <br />��Fmb MASONRY COL. ON SPREAD FIG. <br />SCALE. 1/2"=I'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />PER PLAN <br />PER PLAN <br />ALT. BRICK <br />THRESHOLD - I All PER PLAN <br />T <br />oa <br />-9c I <br />d I I- <br />3" <br />—I I <br />MONOLITHIC FOUND. <br />W. =�_ <br />MONOLITHIC FOUND, MONOLITHIC FOUND. W/ (2) #4 DIA. RODS <br />wA2) #4 DIA. RODS L L CONT. ON CHAIRS <br />wA2) #4 DIA. RODS -STORY <br />CONT. ON CHAIRS 1 4 0 2 <br />CONT. ON CHAIRS ALT. FLUSH BRICK ? 0 2 ST6Y <br />'D (Pavers) EXTERIOR DOOR SILL (@ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL 0, ENTRY (Concrete) <br />SCALE: 1/2#=1'-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />SLOPE SLAB <br />THICKENED SLAB EDGE <br />SCALE 1/2"=1'-0 <br />(1) #4 REINFORCMEN <br />4" SEE FOUNDATION PLAN <br />BAR CONT. <br />CONC. PER SCHEDULE <br />T 4 <br />1 <br />SLOPE TO DRAIN <br />— — <br />- f 7 <br />SHOWER RECESS <br />SCALE: 1/2'=1'-0 <br />PAVERS TYP. <br />(1) #4 BAR CONT. <br />COMPACTED ALL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2"=1'-0 <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />R <br />MIN. LAP SPLICE EACH <br />AS REUD IN P <br />I. .. 4 <br />SIDE, SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPUCE: PROVIDE CONT. <br />BARS EQUALS NUMBER <br />STEEL REINF. BARS BENT• <br />OF CONT, BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" Mk <br />PER PLAN <br />LAP SPLICE <br />kuREINF. PLACEMENT AT FTG. CORNERS <br />SCALE 1/2"=1'-O <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A,# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />N BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />3/31/21 <br />DATE <br />o.8 02 <br />STATE <br />AL <br />=> <br />to <br />C? <br />00 <br />1­1 <br />=> <br />N <br />(u <br />CJ <br />Cf) <br />r-q <br />"!zv <br />4-j <br />tPulteGiroupr <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />PROJECT TYPE <br />Single Fa4y <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHIC NU ER <br />2811.500 <br />SHEET <br />Si.0 <br />